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713 <br />O <br />rY� <br />W <br />s <br />m <br />� o <br />du) <br />N <br />Lo w <br />wa <br />z <br />o� <br />N o <br />m <br />(A ?: <br />x <br />a <br />0 )_ <br />O ? <br />fL o <br />w <br />m <br />13Z <br />w <br />(V w <br />1 O <br />d <br />cr <br />O= <br />0 <br />(v O <br />z <br />� a <br />K o <br />w <br />Q O <br />i w <br />O � <br />L 0 <br />� O <br />V w <br />j <br />L p <br />+' O <br />N w <br />w <br />sm <br />L ~O <br />S Z <br />S <br />N z <br />�of <br />�W <br />�Z <br />�z <br />�Z w <br />�2 <br />00 <br />N a <br />� a <br />O <br />OLL <br />LL <br />N 0 <br />w <br />.. w <br />n 0 <br />� a <br />O w <br />� x <br />�u) <br />i� <br />Z <br />S r) <br />a� <br />Q Ln <br />H <br />CONTRACTION JOINT Ys" WIDE SAW CUT TO BE MADE NO LATER <br />THAN 24 HOURS AFTER PLACEMENT OF <br />CONCRETE SLAB. CUT SHALL BE MIN, <br />SLAB THICKNESS/4 IN DEPTH (I.E. I" FOR <br />A 4" THICK SLAB) <br />TOP OF SLAB <br />° d <br />d ° <br />.. ° ...d <br />a <br />SMOOTH DOWEL SCHEDULE <br />SLAB <br />DEPTH <br />(IN.) <br />DIAMETER <br />(IN.) <br />TOTAL <br />LENGTH <br />(IN-) <br />SPACING <br />C TO C <br />(IN.) <br />4 <br />Jai <br />18 <br />12 <br />5 <br />% <br />18 <br />12 <br />6 <br />3/4 <br />18 <br />12 <br />1 <br />yo <br />24 <br />12 <br />8 <br />1 <br />24 <br />12 <br />g <br />1YS <br />24 <br />12 <br />10 <br />1Y4 <br />24 <br />12 <br />CONSTRUCTION JOINT DOWELS SHALL BE SAW CUT NOT SHEAR <br />(IF APPLICABLE) CUT TO PREVENT END DEFORMATION. <br />CENTER ROD OVER JOINT. SEE <br />SCHEDULE ABOVE FOR SIZE 4 SPACING <br />e a 4,1 <br />da <br />d <br />d- <br />4 <br />CONTRACTION CONSTRUCTION JOINTS <br />SCALE 1 1/7 - I'-O' <br />EPDXY ANCHOR ROD SCHEDULE <br />COLUMN MARK <br />ANCHOR ROD <br />LENGTH (L) <br />REMARKS <br />Gl <br />(4) 3/4" DIA. <br />g" <br />,gKTOP OF FOOTING <br />ASTM A36 STEEL <br />3000 PSI CONIC. (MIN.) <br />ANCHOR BOLT SCHEDULE <br />SCALE: N.T.S. <br />8"x18 GA (8005162-43) <br />STUD 6 24" O.G. <br />8"x18 GA TRACK (800TTD-54) <br />w/ (2) 012 TEK SCREWS TO <br />EACH STUD 4 (1) Y4" DIA <br />TAPCON TO MASONRY -0 12" <br />EXPANSION JOINT O.C. STAGGERED w/ MINIMUM <br />MATERIAL 1Y4" EMBED <br />NEW SLAB SAME THICKNESS EXISTING SLAB NEW SLAB � <br />AS EXISTING. OTHERWISE PER PLAN w <br />GONG. SLAB AS INDICATED U <br />ON FND. PLAN. 6 - <br />MIN. <br />\ / d d <br />X <br />a <br />-��i ill III I II_ <br />16" LONG 03 SMOOTH DOWELS EPDXY GROUTED <br />a 2411 O.C. - DOWELS TO BE SAW <br />CUT TO PREVENT END <br />DEFORMATION. <br />NEW TO EXISTING SLAB CONNECTION <br />SCALE 1 1/7 - 1'-O' <br />—III � III —III —III —I I _ <br />� I =III 1III=IIIIIII I � <br />(2) COURSE OF I=1 1= <br />8" CONCRETE <br />—III d � III —I 1(— <br />MASONRY BLOCK— <br />=111 <br />I 1 —1 <br />(2) *5 BARS, <br />2' —0" CONTINUOUS <br />PERIMETER STRIP FOOTING <br />SCALE: 3/4'- 1'-0' <br />12" <br />TYP. <br />0 0 \, <br />o <br />1 <br />0 0 / <br />THICKENED EDGE <br />BEYOND <br />CONC. SLAB <br />PER PLAN <br />FOR COLUMN AND <br />BASE M SIZE <br />SEE FND. PLAN <br />1 1/2" LEVELINGc GROUT <br />TYP. is COL. BASE <br />IIII�II !SEE <br />FOUNDATION <br />PLAN FOR SIZE <br />AND REINFORCING <br />COLUMN FOOTING <br />EXPANSION JOINT <br />MATERIAL <br />NEW SLAB <br />PER PLAN <br />d <br />� x x <br />:illl= <br />(2) COURSE OF _ <br />8" CONCRETE <br />MASONRY BLOCK <br />I <br />SCALE, 3/4' - I'-O' <br />8"x18 GA (6005162-43) <br />STUD Q 24" O.C. <br />1/2" THICK — <br />EXPANSION <br />JOINT <br />MATERIAL <br />NEW CONC. <br />SLAB PER <br />PLAN <br />8„ EXISTING FOOTING <br />NEW SLAB AT EXISTING BUILDING <br />SCALE: 3/4' - I' -Ow <br />1 8"x18 GA TRACK (800TTD-54) <br />5-3.1 w/ (2) 012 TEK SCREWS TO <br />(� EACH STUD 4 (1) Y4" DIA <br />TAPCON TO MASONRY s 12" <br />O.G. STAGGERED w/ MINIMUM <br />V4" EMBED <br />EXPANSION JOINT <br />MATERIAL <br />NEW SLAB NEW SLAB <br />PER PLAN PER PLAN w <br />J <br />U <br />d a <br />X. <br />- <br />=1 (1) 05 BAR <br />CONTINUOUS � I <br />I— <br />I I IIII—III--� a s— <br />d III —III— I _ <br />�—III—I—III III— I 11- <br />1 <br />(u 45 BAR I I=1 I I=11 11 I I III=1 <br />,III, ;, I ,III=1 I �' <br />_► I I , I I I=1 I I IF-(1) «5 BARS, <br />8 CONTINUOUS <br />05 BARS, <br />CONTINUOUS <br />PERIMETER STRIP FOOTING <br />SCALE, 3/4' - I'-0' <br />PERIMETER SLAB FOOTING <br />SCALE, 3/4' - 1'-O' <br />W <br />(� <br />z � <br />OU0 <br />Z <br />Z <br />0 <br />0o <br />W <br />0. W <br />x <br />xzo <br />C/)Zdw- <br />F" C7 <br />L1 <br />> o <br />^� <br />W o 52 , <br />U <br />zu4: <br />O <br />� §w <br />T, <br />►T+ <br />c� <br />CD <br />() <br />-) ua o <br />w <br />W <br />cr <br />o <br />to <br />Q <br />> <br />T <br />to <br />M <br />w <br />c"' <br />a <br />z <br />m <br />J <br />Q <br />ILL <br />Q <br />a <br />J <br />L <br />co <br />N <br />Z <br />U <br />O <br />E <br />") <br />40 <br />N-. <br />m~ <br />* Q <br />00 <br />H <br />O <br />tu 3 <br />d <br />Q <br />C-) <br />v <br /><�j <br />G <br />/ILO <br />I CERTIFY TO THE BEST OF M <br />KNOWLEDGE THAT THE <br />DRAWINGS & SPECIFICATIONS <br />COMPLY WITH THE APPLICABLE <br />MINIMUM BUILDING CODES <br />JOB NO <br />H2O8 <br />DRAWN/REVIEWED: <br />BMM <br />ISSUE DATE <br />12-05-08 <br />REVISIONS Q <br />2 <br />3 <br />4 <br />SWET NUMBER <br />S-2.1 <br />